Rev-17 - Cantilevered Wall Drawing- Sheet 1 of 2.pdf
EDITION AND SUPPLEMENTS OF THE AISC "SPECIOFICATION FOR STRUCTURAL STEEL FOR BUILDINGS -
ALL WELDS SHALL BE PREQUALIFIED IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
(1) ALL LEAN-MIX CONCRETE SHALL HAVE A MINIMUM OF 1-1/2 SACKS (141 LBS) OD CEMENT AND
STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST
(2) PORTLAND CEMENT SHALL BE TYPE 1, 11 OR 111 CONFORMING TO ASTM C150 / AASHTO M85.
BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS
ARE THE NET EFFECTIVE LENGTHS REQUIRED, WELD SIZES SHALL BE AISC MINIMUM, UNLESS
PORTION OF THE WORK, USE E70XX ELECTRODES. WELD LENGTHS CALLED FOR ONT HE PLAN
(3) SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT
(5) ADMIXTURES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 / AASHTO M194
(4) AGGREGATES SHALL CONFORM TO THE REQUIRMENTS OF ASTM C33 . AASHOT M6 FOR
IBC SECTION 2304.11, AWPA UC4B WITH FIELD CUTS BEING TREATED PER AWPA M4.
QUARRY SPALLS SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING:
(1) ACI 301 SECTION 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS
HOLLOW STRUCTURAL SECTION (SQUARE OR RECTANGULAR) - A500 (GRADE B)
WOOD MATERIALS SHALL BE REQUIRED TO BE TREATED IN ACCORDANCE WITH
FINE AGGREGATES AND AASHOT M80, CLASS B FOR COARSE AGGREGATES.
(1) ASCI "MANUAL OD STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN"
STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) FOR
(2) ASCI "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES"
(1) ACI 301-95 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
DECAY AND TERMITE PROTECTION SHALL CONFORM TO THE APPROPRIATE
(1) TIMBER LAGGING SHALL BE 4x12 DOUGLAS FIR No. 2 OR BETTER
PER WSDOT STANDARD SPECIFICATIONS SECTION 9-13 & 9-13.6:
MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES.
FLY ASH SHALL BE TYPE F CONFORMING TO ASTM C618.
HOLLOW STRUCTURAL SECTIONS (ROUND) - A53 (GRADE B)
200 LBS OF FLY ASH PER CUBIC YARD OF CONCRETE.
STRUCTURAL WIDE FLANGE SHAPES - ASTM A992-GR50
(2) 2010 INTERNATIONAL BUILDING CODE: CHAPTER 19
(3) AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"
PERCENT PASSING
ALLOWABLE STEEL DESIGN AND PLASTIC DESIGN".
PLATES, ANGLES, GUSSETS & RODS - ASTM A36
(1) ACI 301 SECTION 4 "CONCRETE MIXTURES"
40 MAX
10 MAX
BELOW GROUND; LEAN MIX: 500 PSI
100
ABOVE GROUND: LEAN MIX: 500 PSI
CAST-IN-PLACE LEAN-MIX CONCRETE
CONCRETE MIXTURES: CONFORM TO:
PRESERVATIVE TREATMENT:
MIX DESIGN REQUIREMENTS:
SIEVE SIZE
MATERIALS: CONFORM TO:
REFERENCED STANDARDS:
3/4"
MATERIALS: CONFORM TO:
REFERENCE STANDARDS:
OTHERWISE NOTED.8"3"
OF PLACEMENT.
STRUCTURAL STEEL:
MIX DESIGN NOTES:
NONE REQUIRED
SAWN LUMBER.
QUARRY SPALLS:
SHORING NOTES:
FABRICATION:
PILE BORING:
MATERIALS:
WELDING:
TIMBER:
PAINT: